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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Wan Yi-pin Liu Yan-feng Song Xu-ding |
| Copyright Year | 2014 |
| Description | Author affiliation: Sch. of Mech. Eng., Chang'an Univ., Xi'an, China (Wan Yi-pin; Liu Yan-feng; Song Xu-ding) |
| Abstract | In this paper, by using ANSYS software under the working condition of the most unfavorable load small railway steel Bridges the strength of the initial model is used for calculation, by calculating the initial model satisfies the requirement of strength and stiffness; Second, the initial model for the optimization design, and select reasonable according to the results of the optimization design theory of i-steel to replace all beams in the initial model; In the final analysis to calculate the optimization model of strength, stiffness and weight of steel, the optimization model in meet the design requirements at the same time than the initial model saves 23.98% of the conclusion of h-beam steel. |
| Starting Page | 887 |
| Ending Page | 890 |
| File Size | 1666873 |
| Page Count | 4 |
| File Format | |
| e-ISBN | 9781479969890 |
| DOI | 10.1109/WARTIA.2014.6976415 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2014-09-29 |
| Publisher Place | Canada |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Bridges Force Optimization design ANSYS Rail transportation The intensity analysis Finite element analysis Steel Structural beams Optimization Railway steel bridges |
| Content Type | Text |
| Resource Type | Article |
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